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HomeMy WebLinkAbout126 Baxter Ave Septic DesignTOP OF FOUNDATION ELEV. a 18.6_-n (NAD88) 4.3 LEGEND: 10 FT. MINIMUM 4" CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 1/4" PER FT. -ELEV. - 12.50 ELEV. e _1135 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE SO!L TEST LOCATION UTILITY POLE 10 FT. MINIMUM FROM SLAB TOWN WATER -W- W CATCH CATCH BASIN fg� GAS LINE C CLEAN OUT B CLEAN SAND C.P. O TEXTURE MANHOLE MOTT. OTHER MEDIUM SAND 0-7" Ap LOAMY SAND COVERS - SCALE 1 " = 20' INSPECTION PORT REV. Ju __ L�, 20116 C JOB N0. 76.97-00 4" SCHEDULE 40 PVC PIPE LOAM AND SEED LOCATION MAP : REv. MIN, PITCH 1/8" PER FT. 2" LAYER OF 1/8" TO 1/2" WASHED STONE 15.1 MAX. OR FILTER FABRIC VENT 12.85 MIN. REQUIRED TEE LEVELERS FLOW LINE 12.1 10" MLN. o 0 LEV, c 12.00 2 -�• ' GAS ELEV. LEVEL = 17.77 6" SUMP LELEV. = 11.60 ° 0 - P a A-- 1 ° 10 o ELEV. _ 10.77 ^f BAFFLE DISTRIBUTION 0 0 o ° 0:0e • ° 0 ° ELEV. _ ° e e ° o o e o 0 0 ° ° °ELEV. = 9.80 BOX o ° 04 0 (TO BE PLACED ON FIRM BASE) _iL�Q_ TO BE WATER TESTED 1500 GALLON IF MORE THAN ONE OUTLET 6 HIGH CAPACITY INFILTRATORS WITH SEPTIC TANK (TO BE PLACED ON FIRM BASE) STONE IN AN � 3/4" TO 1 1/2" CLEANA 6' X 58' X 2' TRENCH FOPMATION 24 DOUBLE WASHED STONE SOIL ABSORPTION " WELL kIW 29 FREE OF FINES do SILT A S 1 STEM SAS,INDEX SYSTEM 7.24 (4/2016) SEWAGE DISPOSAL SYSTEM PROFlLE ADJUST 1.04 NOT TO SCALE USGS PROBABLE WATER TABLE ELEV. _ __4,M OBSERVED WATER TABLE 5 2 20 PETER E. & DEBORAH CARLSON \4 14 / ��14.9 \ � REpLA w 7cT 14.6 D. o Boxes 100 aj 14.3 a. A 4 rw 0 0 � PAR.KINOB, . C� 20 = 14.5 �. / �f VENT td L ANTHONY COSTA G p R. T. T. A.M. COSTA z a a a_ 712.1 / o 6 �2 �,UmT t r SN�O 11.6 \\ LIND OC p 11\5 M SOIL SPO TEST \ \� %/- 11.0/ 13.0 \ \ %ate 1;4.2 9 a s D. Boxy\ o? o� PPptP 14. 9,1877 52 14. 12. \\ i / O• i / 105.00' MICHAEL J BECOTTE h SUSAN M. GIFFORD, TRS. Y EXISTING SPOT ELEVATION C%O EXISTING CONTOUR----00---- FINAL SPOT ELEVATION 0( 0. FINAL CONTOUR---{�]---0---�]--- SO!L TEST LOCATION UTILITY POLE -0- TOWN WATER -W- W CATCH CATCH BASIN fg� GAS LINE C CLEAN OUT B CESSPOOL C.P. O % I 5/ 16) ELEV. _ �.Q2- BOTTOM OF TEST HOLE ELEV. = --3,32- WORK MUST CO RM TO ALL jOWN BYLAW 8t REGUL X10 ARMOUTH ATER DEPT DAT/E/ SOIL TEST DATE OF SOIL TEST MAY 25� 2016 s� O� °mom° ROUTE 28 D DLn ]z f _�2 CREEK oUl PR'Nc LOCUS SOIL TEST DONE BY SVE_TSER ENGINEERING WITNESSED BY A. yaj_ ji NE_ OBSERVATION HOLE 1 ELEV.= 11.4 PERCOLATION RATE < 2-- MIN./INCH AT 29 INCHES B DEPTH HORIZ TEXTURE COLOR MOTT. OTHER MEDIUM SAND 0-7" Ap LOAMY SAND 1 SCALE 1 " = 20' WATER ENCOUNTERED AT 97 ELEV. _ _ 3.32 _ DESIGN CALCULATIONS NUMBER OF BEDROOMS 4 _ GARBAGE DISPOSAL UNIT �T6 TOTAL ESTIMATED FLOW ( 110 GAL"/BR./bAY X 4 SR.) _440- GAL/DAY REQUIRED SEPTIC TANK CAPACITY 'Q_ GAL. ACTUAL SIZE OF SEPTIC TANK 1540 GAL SOIL CLASSIFICATION - I - DESIGN PERCOLATION RATE 5_ MIN./IN. EFFLUENT LOADING RATE _ OZ4_ GAL/DAY/S.F. - LEACHING AREA E04_00 SQ. FT. (6X58)+(64)=) LEACHING CAPACITY (AREA X RATE) _4M_,$¢ GAL/DAY 604.00 X 0.74 RESERVE LEACHING CAPACITY _N_21, GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED .OR ZONING REGULATIONS. OVINER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TOVERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINFFR rLq S. PARCEL IS IN FLOOD ZONE XjCCAL_ 9. LOT IS SHOVI'N ON ASSESSORS MAP 29 AS PARCEL _ 76 10, EX!STNG CESSPOOL IS TO BE PUMPED AND BACKFILLED 11. INTERIOR PIPING IS TO BE REPLUMBED (BY A LICENSED PLUMBER) TO EXIT AS SHOWN. 12. SOILS TO BE COUFIR!?CD HY f.°lGP:>:Fk FF.}^,R T01'tr`Tl.L LAT10Ft. F�Lcc--19 R �L© JUL 012016 HEALTH DEPT. s� O� °mom° ROUTE 28 D DLn ]z f _�2 CREEK oUl PR'Nc LOCUS PROPOSED SEP71C DESIGN FOR DEBORAH MISOV 0YR5/1 NO ROOTS 7-16" B LOAMY SAND t0YR6/6 16-97" C MEDIUM SAND 2.SY7/4 WATER ENCOUNTERED AT 97 ELEV. _ _ 3.32 _ DESIGN CALCULATIONS NUMBER OF BEDROOMS 4 _ GARBAGE DISPOSAL UNIT �T6 TOTAL ESTIMATED FLOW ( 110 GAL"/BR./bAY X 4 SR.) _440- GAL/DAY REQUIRED SEPTIC TANK CAPACITY 'Q_ GAL. ACTUAL SIZE OF SEPTIC TANK 1540 GAL SOIL CLASSIFICATION - I - DESIGN PERCOLATION RATE 5_ MIN./IN. EFFLUENT LOADING RATE _ OZ4_ GAL/DAY/S.F. - LEACHING AREA E04_00 SQ. FT. (6X58)+(64)=) LEACHING CAPACITY (AREA X RATE) _4M_,$¢ GAL/DAY 604.00 X 0.74 RESERVE LEACHING CAPACITY _N_21, GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED .OR ZONING REGULATIONS. OVINER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TOVERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINFFR rLq S. PARCEL IS IN FLOOD ZONE XjCCAL_ 9. LOT IS SHOVI'N ON ASSESSORS MAP 29 AS PARCEL _ 76 10, EX!STNG CESSPOOL IS TO BE PUMPED AND BACKFILLED 11. INTERIOR PIPING IS TO BE REPLUMBED (BY A LICENSED PLUMBER) TO EXIT AS SHOWN. 12. SOILS TO BE COUFIR!?CD HY f.°lGP:>:Fk FF.}^,R T01'tr`Tl.L LAT10Ft. F�Lcc--19 R �L© JUL 012016 HEALTH DEPT. . C. s� O� °mom° ROUTE 28 D DLn ]z f _�2 CREEK oUl PR'Nc LOCUS PROPOSED SEP71C DESIGN FOR DEBORAH MISOV LOC. 126 BMER AVE. LOT' 52 T7EST .YARIF-OUTIT, MASS. 203 SETUCKET ROAD 508- P. O. BOX 713 385-6900 SOUTH DENNIS, MASS. 02660 DATE M AY 26, 201 6] SCALE 1 " = 20' REV. Ju __ L�, 20116 C JOB N0. 76.97-00 LOCATION MAP : REv. SHEET 1 OF 1 . C.